CN113898205A - Reinforcing method suitable for rod/tower - Google Patents
Reinforcing method suitable for rod/tower Download PDFInfo
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- CN113898205A CN113898205A CN202111331255.2A CN202111331255A CN113898205A CN 113898205 A CN113898205 A CN 113898205A CN 202111331255 A CN202111331255 A CN 202111331255A CN 113898205 A CN113898205 A CN 113898205A
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 307
- 238000000034 method Methods 0.000 title claims abstract description 59
- 230000002787 reinforcement Effects 0.000 claims abstract description 175
- 230000009466 transformation Effects 0.000 claims abstract description 22
- 239000000463 material Substances 0.000 claims description 63
- 238000005192 partition Methods 0.000 claims description 23
- 230000001131 transforming effect Effects 0.000 claims description 21
- 238000000638 solvent extraction Methods 0.000 claims description 13
- -1 and if so Substances 0.000 claims description 5
- 238000005728 strengthening Methods 0.000 abstract 3
- 229910000831 Steel Inorganic materials 0.000 description 15
- 239000010959 steel Substances 0.000 description 15
- 230000000694 effects Effects 0.000 description 8
- 230000002035 prolonged effect Effects 0.000 description 5
- 238000005452 bending Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000004458 analytical method Methods 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 238000004088 simulation Methods 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000002407 reforming Methods 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
Abstract
A method of strengthening a pole/tower, in which a strengthening structure is built up in which a bottom strengthening module is connected to the pole/tower and surrounds the bottom of the pole/tower; the standard reinforcing module is positioned above the bottom reinforcing module and connected with the bottom reinforcing module, the standard reinforcing module is also connected with the rod/tower, and the standard reinforcing module also surrounds the rod/tower; wherein, strengthen module quantity through increasing the standard to the reinforcement height of extension rod/tower satisfies the reinforcement transformation demand in different periods. Implement this application embodiment, reinforcing bar/tower that can show, the bearing capacity of lifting bar/tower reduces area, succinct pleasing to the eye.
Description
Technical Field
The application relates to the technical field of reinforcing and reforming of poles/towers, in particular to a reinforcing method applicable to poles/towers.
Background
In order to increase the load carrying capacity of poles (e.g. light poles, monitoring poles)/towers (communication towers, power towers), it is often necessary to reinforce the poles/towers. In the prior art, the method for reinforcing the rod/tower generally adopts a method of arranging a rigid support or adding a pull wire to reinforce the rod/tower, and the reinforcing method at least has the defects of large floor area and influence on municipal aesthetics.
Disclosure of Invention
The embodiment of the application discloses a reinforcing method suitable for a rod/tower, which can obviously reinforce the rod/tower and improve the bearing capacity of the rod/tower, reduces the occupied area and is simple and attractive.
The embodiment of the application discloses a reinforcing method suitable for a rod/tower in a first aspect, which comprises the following steps:
(1) calculating whether the bottom reinforcing module meets the reinforcing and transforming requirements of the rod/tower;
(2) if yes, implementing the step (6) and finishing the method;
(3) if the requirement is not met, selecting a filling material, and calculating and judging whether the reinforcing and transforming requirements of the rod/tower are met or not after the bottom reinforcing module is filled with the selected filling material;
(4) if yes, implementing the steps (6) to (7) and ending the method;
(5) if not, implementing the steps (6) to (9);
(6) connecting the bottom reinforcement module to the pole/tower, and the bottom reinforcement module is fixed around the bottom of the pole/tower;
(7) filling the selected filling material in the bottom reinforcing module;
(8) connecting a standard reinforcing module with the rod/tower, wherein the standard reinforcing module is positioned above the bottom reinforcing module and is connected with the bottom reinforcing module, and the standard reinforcing module is also fixed and surrounds the rod/tower;
(9) calculating and judging whether the selected filling material needs to be filled in the standard reinforcing module, and if not, finishing the method;
(10) filling the standard reinforcing module with selected filling materials if needed;
(11) calculating and judging whether the standard reinforcing module meets the reinforcing and transforming requirements of the rod/tower after being filled with the selected filling material, and if so, finishing the method;
(12) if not, adding a new standard reinforcement module on the rod/tower; and (3) the new standard reinforcing module is positioned above the original standard reinforcing module at the top end and is connected with the original standard reinforcing module at the top end, and the steps (9) to (11) are carried out.
A second aspect of the embodiments of the present application discloses a method for reinforcing a pole/tower, the method comprising the steps of:
(1) calculating whether the bottom reinforcing module meets the reinforcing and transforming requirements of the rod/tower;
(2) if yes, implementing the step (4) and finishing the method;
(3) if not, implementing the step (4) to the step (6);
(4) connecting the bottom reinforcement module to the pole/tower, and the bottom reinforcement module is fixed around the bottom of the pole/tower;
(5) connecting a standard reinforcing module with the rod/tower, wherein the standard reinforcing module is positioned above the bottom reinforcing module and is connected with the bottom reinforcing module, and the standard reinforcing module is also fixed and surrounds the rod/tower;
(6) calculating and judging whether the rod/tower reinforced and modified by the standard reinforcing module meets the reinforcing and modifying requirement; if yes, ending the method;
(7) if not, filling the selected filling material in the bottom reinforcing module;
(8) calculating and judging whether the bottom reinforcing module meets the reinforcing and transforming requirements of the rod/tower after being filled with the selected filling material; if yes, ending the method;
(10) if not, implementing the steps (11) to (12);
(11) filling the standard reinforcing module with selected filling materials;
(12) calculating and judging whether the filling material filled and selected in the standard reinforcing module meets the reinforcing and transforming requirements of the rod/tower; if yes, ending the method;
(13) if not, adding a new standard reinforcement module on the rod/tower; the new standard reinforcing module is positioned above the original standard reinforcing module at the top end and is connected with the original standard reinforcing module at the top end, and whether the rod/tower reinforced and modified by the new standard reinforcing module meets the reinforcing and modifying requirement is calculated and judged; if yes, ending the method; if not, the steps (11) to (12) are carried out.
Preferably, in the reinforcing structure built by the reinforcing method, the bottom reinforcing module is connected with the rod/tower, and the bottom reinforcing module surrounds the bottom of the rod/tower; the standard reinforcing module is positioned above the bottom reinforcing module and connected with the bottom reinforcing module, the standard reinforcing module is also connected with the rod/tower, and the standard reinforcing module also surrounds the rod/tower; wherein, strengthen module quantity through increasing the standard to the reinforcement height of extension rod/tower satisfies the reinforcement transformation demand in different periods.
Preferably, the bottom end of the bottom reinforcing module is fixed around the bottom of the pole/tower by means of connectors 4, fasteners 5, stiffeners 6, flanges 7 and auxiliary plates 8; wherein, the connecting piece 4, the fixing piece 5, the stiffening rib 6, the flange 7 and the auxiliary plate 8 form a fixed base surrounding the bottom of the pole/tower; the bottom end of the bottom reinforcement module is fixed around the bottom of the pole/tower along the fixed base; the fixing member 5 includes, but is not limited to, an anchor bolt, and the auxiliary plate 8 includes, but is not limited to, a steel material.
Preferably, the bottom reinforcing module and the standard reinforcing module both comprise a connecting piece 1 and a partitioning plate 2; wherein, a plurality of connecting pieces 1 form a hoop device fixed on the connecting rod/tower; two sides of each partition plate 2 are connected with the hoop device; the material of the partition plate 2 includes, but is not limited to, steel.
Preferably, the bottom reinforcement module and the standard reinforcement module each further comprise an auxiliary plate 3; two sides of each partition plate 2 are respectively connected with the hoop device through the auxiliary plate 3; the adjacent block plates 2 are also connected through the auxiliary plate 3; the auxiliary plate 3 is made of, but not limited to, steel.
Preferably, the bottom reinforcement module is connected to the standard reinforcement module by means of a connector 10 to form a reinforcement structure around the pole/tower.
Preferably, the filling material including but not limited to concrete has the following advantages compared with the prior art in the embodiment of the application:
in one implementation manner of the embodiment of the application, the bottom reinforcing module is arranged to perform primary reinforcing transformation on the rod/tower, so that the rigidity of the rod/tower structure and the strength of the part provided with the bottom reinforcing module are improved; under the condition that the bottom of the rod/tower is subjected to primary reinforcement transformation or does not meet the requirements of national standards and row standards, the bottom reinforcement module can be filled with materials to improve the supporting capacity of the bottom reinforcement module; furthermore, the standard reinforcing module is arranged to further reinforce and reform the rod/tower, the bottom reinforcing module and the standard reinforcing module are sequentially arranged at the bottom and one section above the bottom of the rod/tower, and the bottom reinforcing module and the standard reinforcing module can be connected through a connecting piece to form a reinforcing structure surrounding the rod/tower, so that the rigidity of the rod/tower structure and the strength of the part where the standard reinforcing module is arranged are improved; furthermore, the standard reinforcing module can be filled with materials to improve the supporting capability of the standard reinforcing module. Like this, consolidate the module through setting up bottom reinforcement module and/or standard to and pack the material in bottom reinforcement module and/or standard reinforcement module, promoted the bearing capacity of pole/tower, and, can consolidate the size of staple bolt device in the module through the adjustment bottom, and the size of staple bolt device in the module is consolidated to the standard, make bottom reinforcement module adapt to the size of different pole/tower bottoms, make the standard consolidate the module and adapt to the size of one section above different pole/tower bottoms. Thereby, the reinforcement and reconstruction requirements of different poles/towers are met.
In another implementation manner of the embodiment of the application, the bottom reinforcing module is arranged to perform primary reinforcing transformation on the rod/tower, so that the rigidity of the rod/tower structure and the strength of the part provided with the bottom reinforcing module are improved; under the condition that the bottom of the pole/tower is subjected to primary reinforcement transformation or does not meet the national and standard requirements, the pole/tower is further reinforced and transformed by arranging the standard reinforcement module, the bottom reinforcement module and the standard reinforcement module are sequentially arranged at the bottom of the pole/tower and one section above the bottom of the pole/tower, and the bottom reinforcement module and the standard reinforcement module can be connected through a connecting piece to form a reinforcement structure surrounding the pole/tower, so that the rigidity of the pole/tower structure and the strength of the part where the standard reinforcement module is arranged are further improved; still further, the supporting capability of the bottom reinforcing module can be improved by filling materials in the bottom reinforcing module; furthermore, the standard reinforcing module can be filled with materials to improve the supporting capability of the standard reinforcing module. Like this, consolidate the module through setting up bottom reinforcement module and/or standard to and pack the material in bottom reinforcement module and/or standard reinforcement module, promoted the bearing capacity of pole/tower, and, can consolidate the size of staple bolt device in the module through the adjustment bottom, and the size of staple bolt device in the module is consolidated to the standard, make bottom reinforcement module adapt to the size of different pole/tower bottoms, make the standard consolidate the module and adapt to the size of one section above different pole/tower bottoms. Thereby, the reinforcement and reconstruction requirements of different poles/towers are met.
And along with the iteration of the technology, when higher requirements are provided for the transformation of the pole/tower, a new standard reinforcing module can be added and fixed above the original standard reinforcing module, so that the bottom reinforcing module, the standard reinforcing module and the new standard reinforcing module are sequentially arranged at the bottom and above the bottom of the pole/tower, and the upper and lower adjacent reinforcing modules can be connected and fixed, so that the rigidity of the pole/tower structure and the strength of the reinforcing module part are further improved, therefore, the reinforcing height of the pole/tower is prolonged by increasing the number of the standard reinforcing modules, the reinforcing transformation requirements in different periods are met, the bearing capacity of the pole/tower is improved, the floor area is reduced, and the pole/tower is simple and attractive.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a schematic longitudinal cross-sectional view of a reinforcing structure suitable for use in a pole/tower according to an embodiment of the present disclosure;
FIG. 2 is a schematic longitudinal cross-sectional view of a bottom reinforcement module as disclosed in an embodiment of the present application in connection with a pole/tower;
FIG. 3 is a schematic transverse cross-sectional view of a bottom reinforcement module disclosed in an embodiment of the present application;
FIG. 4 is a partial schematic view in transverse cross section of the bottom reinforcement module shown in FIG. 3;
FIG. 5 is a top view of a mounting base around the bottom of the mast/tower formed by the attachment members 4, the mounting members 5, the stiffening ribs 6, the flange 7 and the auxiliary plate 8 according to the disclosed embodiment of the present application;
FIG. 6 is a partial schematic view of a top view of the annular base shown in FIG. 5;
FIG. 7 is a schematic longitudinal cross-sectional view of a standard reinforcement module as disclosed in an embodiment of the present application in connection with a pole/tower;
FIG. 8 is a schematic transverse cross-sectional view of a standard reinforcement module disclosed in an embodiment of the present application;
FIG. 9 is a partial schematic view in transverse cross section of the standard reinforcement module shown in FIG. 8;
FIG. 10 is a schematic transverse cross-sectional view of a bottom reinforcement module disclosed in an embodiment of the present application connected to a standard reinforcement module by a connector 10 to form a reinforcement structure around a pole/tower;
fig. 11 is a partial schematic view of the transverse cross-sectional schematic shown in fig. 10.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
Reference to "mast/tower" in the examples of the present application means "mast or tower". The materials of all the components referred to below in the embodiments of the present application include, but are not limited to, steel materials.
The embodiment of the application discloses a reinforcing method and a reinforcing structure suitable for a rod/tower, which can remarkably reinforce the rod or tower and improve the bearing capacity of the rod/tower, reduce the occupied area and are simple and attractive. The following detailed description is made with reference to the accompanying drawings.
Referring to fig. 1, fig. 1 is a schematic longitudinal cross-sectional view of a reinforcing structure for a pole/tower according to an embodiment of the present disclosure. As shown in fig. 1, the reinforcing structure for a pole/tower includes:
the bottom reinforcing module and the standard reinforcing module;
the bottom reinforcing module is connected with the rod/tower, and the bottom reinforcing module is fixed and surrounds the bottom of the rod/tower;
the standard reinforcing module is positioned above the bottom reinforcing module and connected with the bottom reinforcing module, the standard reinforcing module is also connected with the rod/tower, and the standard reinforcing module is also fixed and surrounds the rod/tower;
wherein, strengthen module quantity through increasing the standard to the reinforcement height of extension rod/tower satisfies the reinforcement transformation demand in different periods.
As a preferred embodiment, the bottom reinforcement module is connected to a standard reinforcement module to form a reinforcement structure around the pole/tower, as shown in fig. 1.
As a preferred embodiment, the bottom reinforcement module and the standard reinforcement module may be filled with a filling material 9, as shown in fig. 1.
As a preferred embodiment, the filling material 9 shown in fig. 1 may be concrete or other materials, and the present application is not limited by the examples.
Referring to fig. 2 to 4 together, fig. 2 is a longitudinal sectional view of a bottom reinforcement module disclosed in an embodiment of the present application when the bottom reinforcement module is coupled to a pole/tower, fig. 3 is a transverse sectional view of the bottom reinforcement module disclosed in an embodiment of the present application, and fig. 4 is a partial transverse sectional view of the bottom reinforcement module shown in fig. 3.
As shown in fig. 2 to 4, the bottom reinforcement module is composed of a connector 1, a block plate 2, and an auxiliary plate 3. Wherein, a plurality of connectors 1 (such as 4 connectors 1) form a hoop device to be connected with the pole/tower; wherein, both sides of each block plate 2 are respectively connected with the hoop device through the auxiliary plate 3; the adjacent block plates 2 are also connected by the auxiliary plate 3. The materials of the connecting piece 1, the block plate 2 and the auxiliary plate 3 include, but are not limited to, steel materials.
It will be understood that the auxiliary plate 3 is an optional component, and that the bottom reinforcement module and the standard reinforcement module each comprise a connector 1 and a segmented plate 2 when the auxiliary plate 3 is not present; wherein, a plurality of connecting pieces 1 form a hoop device fixed on the connecting rod/tower; two sides of each dividing plate 2 are connected with the hoop device.
As shown in fig. 2, the bottom end of the bottom reinforcing module is fixed around the bottom of the pole/tower by means of connectors 4, fasteners 5, stiffeners 6, flanges 7 and auxiliary plates 8; the fixing member 5 includes, but is not limited to, an anchor bolt, and the auxiliary plate 8 includes, but is not limited to, a steel material.
Please refer to fig. 5 and fig. 6 together, which are top views of a fixing base surrounding the bottom of the pole/tower, which is composed of the connecting member 4, the fixing member 5, the stiffening rib 6, the flange 7 and the auxiliary plate 8 according to the embodiment of the present application; fig. 6 is a partial schematic view of a top view of the annular base shown in fig. 5.
As shown in fig. 5 to 6, the connecting member 4, the fixing member 5, the stiffening ribs 6, the flange 7 and the auxiliary plate 8 constitute a fixing base surrounding the bottom of the pole/tower; the connecting pieces 4 can be fixed to the original stiffening ribs of the foundation and the bottom ends of the block plates 2 and of the auxiliary plates 3 connected to both sides of the block plates 2 are fixed around the bottom of the pole/tower along this fixed foundation, thus achieving the fixation of the bottom end of the bottom reinforcement module around the bottom of the pole/tower along this fixed foundation.
Wherein, the fixing piece 5 fixes the connecting piece 1 and the connecting piece 4 around the bottom of the rod/tower; the block plates 2, the stiffening ribs 6, the flange plates 7 and the auxiliary plates 3 are arranged on the connecting pieces 1, the connecting pieces 4 and the fixing pieces 5 through fasteners and connect the left and right adjacent block plates 2; the auxiliary plate 8 connects the right and left adjacent flanges 7 by fasteners.
Fig. 7 to 9 are schematic longitudinal sectional views of a standard reinforcement module disclosed in an embodiment of the present invention, fig. 8 is a schematic transverse sectional view of the standard reinforcement module disclosed in the embodiment of the present invention, and fig. 9 is a partial schematic transverse sectional view of the standard reinforcement module shown in fig. 8.
As shown in fig. 7 to 9, the standard reinforcement module is also composed of a connector 1, a block plate 2 and an auxiliary plate 3. Wherein, a plurality of connectors 1 (such as 4 connectors 1) form a hoop device to be connected with the pole/tower; wherein, the both sides of each piecemeal board 2 are continuous with the staple bolt device through accessory plate 3 respectively, also link to each other through accessory plate 3 between the adjacent piecemeal board 2.
Referring to fig. 10 and 11 together, fig. 10 is a schematic transverse cross-sectional view of a reinforcing structure in which a bottom reinforcing module and a standard reinforcing module are connected by a connector 10 to surround a pole/tower according to an embodiment of the present application. Fig. 11 is a partial schematic view of the transverse cross-sectional schematic shown in fig. 10. As shown in fig. 10 to 11, the connector 10 may connect the bottom reinforcement module and the division plate 2 of the standard reinforcement module in a longitudinal direction, so that the bottom reinforcement module and the standard reinforcement module may be connected to form a reinforcement structure around the pole/tower by the connector 10.
In addition, the embodiment of the application discloses a reinforcing method suitable for a rod/tower, which comprises the following steps:
(1) calculating whether the bottom reinforcing module meets the reinforcing and transforming requirements of the rod/tower; for example, according to national and row standards, whether the bottom reinforcement module meets the reinforcement and transformation requirements of the pole/tower is calculated;
(2) if yes, implementing the step (6) and finishing the method;
in this step, as shown in fig. 2 to fig. 6, after calculation, for example, analysis may be performed by finite element simulation analysis software, and a bottom reinforcement module is added to the bottom of the pole/tower, relevant parameters of the pole/tower, such as rigidity, strength, structural stress, and the like, can meet the design requirements of national and practical standards, the method of step (6) is implemented to reinforce the pole/tower.
The bottom reinforcing module comprises a connecting piece 1 and a partitioning plate 2, the connecting piece 1 can be made of steel and can be bent through a bending machine, so that the middle section of the connecting piece 1 has a radian matched with the outer wall of the bottom of the rod/tower, two ends of the connecting piece 1 extend in the direction away from the outer wall of the bottom of the rod/tower to form two supporting structures, and the middle section of the connecting piece 1 extends between the two supporting structures formed by the two ends of the connecting piece 1; the partitioning plates 2 can be arranged on the two support structures, and the partitioning plates 2 can be arranged to have the same radian as the middle section of the connecting piece 1 so as to improve the support capacity of the bottom reinforcing module to the bottom of the pole tower;
optionally, as shown in fig. 4, auxiliary plates 3 may be disposed at the joints between the two ends of the connecting member 1 and the partition plates 2, so that the two ends of the connecting member 1 are connected to the partition plates 2 through the two auxiliary plates 3, respectively, to improve the fixing effect between the connecting member 1 and the partition plates 2, and prevent the filling material from leaking;
thus, by a plurality of connecting pieces 1, for example, 4 connecting pieces 1 can be provided, so that the 4 connecting pieces 1 are arranged around the bottom of the pole/tower, and the radian of the middle section of the 4 connecting pieces 1 is matched with the radian of the outer wall of the bottom of the pole/tower, so that the 4 connecting pieces 1 are sequentially connected around the bottom of the pole/tower to form a hoop device for fixing the pole/tower; meanwhile, two sides of each of the plurality of partition plates 2 are respectively connected with the hoop device through the auxiliary plate 3, and adjacent partition plates 2 are also connected through the auxiliary plate 3 to form a bottom reinforcing module. The number of the block plates 2 can be the same as that of the connecting pieces 1, and the connecting pieces 1 are fixed with the block plates 2 through the supporting structures, so that the stress range of the bottom reinforcing module is expanded, and the supporting capacity of the bottom reinforcing module to the bottom of the pole tower is enhanced.
It should be noted that, the ratio of the number of the connecting members 1, the block plates 2, and the auxiliary plates 3 in the bottom reinforcing module may be 1: 1: 1, according to the bottoms of the rods/towers with different diameters, the configuration quantity ratio can be optimized and adjusted, the same technical effect can be achieved, and the details are not repeated for avoiding repetition.
(3) If the requirement is not met, selecting a filling material, and calculating and judging whether the reinforcing and transforming requirements of the rod/tower are met or not after the bottom reinforcing module is filled with the selected filling material; for example, according to national standards and row standards, whether the reinforcing and transforming requirements of the pole/tower are met after the bottom reinforcing module is filled with the selected filling material is calculated and judged;
(4) if yes, implementing the steps (6) to (7) and ending the method;
in this step, after the bottom of the pole/tower is reinforced in step (6), under the condition that the requirement for reinforcing and transforming the pole/tower cannot be met, step (7) is further implemented to fill selected filling materials in the bottom reinforcing module, for example, concrete is filled in the bottom reinforcing module, the concrete can be filled in the gap between the connecting piece 1 and the block plate 2, so as to form a mixed structure of steel and concrete, thereby improving the supporting capability of the bottom reinforcing module and the hanging capacity of the pole/tower.
(5) If not, implementing the steps (6) to (9);
the bottom reinforcing module is arranged at the bottom of the tower, reinforcing materials are filled in the bottom reinforcing module, the supporting capacity of the bottom reinforcing module is enhanced, on the basis, the steps (8) to (9) can be further implemented, and the tower/the pole is further reinforced by adding a standard reinforcing module.
The standard reinforcing module is positioned above the bottom reinforcing module, the lower end of the standard reinforcing module is fixedly connected with the upper end of the bottom reinforcing module through a bolt, so that the bottom reinforcing module supports the bottom of the rod/tower, and meanwhile, the standard reinforcing module supports a section above the bottom of the rod/tower, so that the reinforcing height of the rod/tower is prolonged, the reinforcing and modifying range of the rod/tower is expanded, the modifying requirement of the rod/tower is met, the bearing capacity of the rod/tower is improved, the occupied area is reduced, and the rod/tower is simple and attractive;
as shown in fig. 8 to 11, the standard reinforcing module may include a connecting member 1 and a block plate 2, the connecting member 1 may be made of steel, and may be bent by a bending machine, so that the middle section of the connecting member 1 has a radian matched with the outer wall of a section above the bottom of the rod/tower, and both ends of the connecting member 1 extend in a direction away from the outer wall of the rod/tower to form two supporting structures, and the middle section of the connecting member 1 extends between the two supporting structures formed by extending both ends of the connecting member 1; the partitioning plates 2 can be arranged on the two supporting structures, and the partitioning plates 2 can be arranged to have the same radian as the middle section of the connecting piece 1 so as to improve the supporting capacity of the standard reinforcing module on the tower;
optionally, as shown in fig. 9, auxiliary plates 3 may be disposed at the joints between the two ends of the connecting member 1 and the partition plates 2, respectively, so that the two ends of the connecting member 1 are connected to the partition plates 2 through the two auxiliary plates 3, respectively, to improve the fixing effect between the connecting member 1 and the partition plates 2, and prevent the filling material from leaking;
thus, through a plurality of connecting pieces 1, for example, 4 connecting pieces 1 can be provided, so that the 4 connecting pieces 1 are arranged around the section above the bottom of the rod/tower, and the radian of the middle section of the 4 connecting pieces 1 is matched with the radian of the outer wall of the section above the bottom of the rod/tower, so that the 4 connecting pieces 1 are sequentially connected around the position of the section above the bottom of the rod/tower to form a hoop device for fixing the rod/tower; meanwhile, two sides of each of the plurality of block plates 2 are respectively connected with the hoop device through the auxiliary plate 3, and the adjacent block plates 2 are also connected through the auxiliary plate 3 to form a standard reinforcing module. The number of the block plates 2 can be the same as that of the connecting pieces 1, the connecting pieces 1 are fixed with the block plates 2 through the supporting structures, the stress range of the standard reinforcing module is expanded, and therefore the supporting capacity of the standard reinforcing module for one section above the bottom of the tower is enhanced.
Wherein, at the junction of standard reinforcement module and bottom reinforcement module, as shown in fig. 1 and fig. 10 to fig. 11, can also be provided with connecting piece 10, connecting piece 10 couples the piecing plate 2 of standard reinforcement module and the piecing plate 2 of bottom reinforcement module together through the fastener for the module is consolidated to standard and bottom reinforcement module and forms a whole, consolidates the bottom of pole/tower and the position of a section above the bottom, has promoted the stability and the validity that module and bottom reinforcement module are connected to standard reinforcement.
It should be noted that the standard reinforcement module may have the same structure as the bottom reinforcement module, and the ratio of the number of the connectors 1, the block plates 2, and the auxiliary plates 3 in the standard reinforcement module may be 1: 1: 1, according to the rods/towers with different diameters, the configuration quantity proportion can be optimized and adjusted, the same technical effect can be achieved, and the repeated description is omitted for avoiding the repetition.
Furthermore, the standard reinforcing module can be filled with selected filling materials, for example, concrete is filled in the standard reinforcing module, and the concrete can be filled in a gap between the connecting piece 1 and the block plate 2 to form a mixed structure of steel and concrete, so that the supporting capacity of the standard reinforcing module is improved, and the hanging capacity of the rod/tower is improved.
(6) Connecting the bottom reinforcement module to the pole/tower, and the bottom reinforcement module is fixed around the bottom of the pole/tower;
(6.1) implanting a fixing piece 5, and installing the connecting piece 1 and the connecting piece 4 on the relevant parts of the rod/tower;
(6.2) mounting the block plates 2, the stiffening ribs 6, the flange plates 7 and the auxiliary plates 3 on the connecting pieces 1 and 4 and the fixing pieces 5 through fasteners, and connecting the left and right adjacent block plates 2;
(6.3) connecting the left and right adjacent flanges 7 by an auxiliary plate 8 through fasteners;
(7) filling the selected filling material in the bottom reinforcing module;
(8) connecting a standard reinforcing module with the rod/tower, wherein the standard reinforcing module is positioned above the bottom reinforcing module and is connected with the bottom reinforcing module, and the standard reinforcing module is also fixed and surrounds the rod/tower;
(8.1) forming a hoop device by using the connecting pieces 1 of the standard reinforcing module and installing the hoop device on the pole/tower;
(8.2) mounting the block plates 2 and the auxiliary plates 3 of the standard reinforcing module on the hoop device formed by the connecting pieces 1 through fasteners, and connecting the left and right adjacent block plates 2;
(8.3) connecting the upper and lower block plates 2 by the connecting piece 10 through a fastener;
(9) calculating and judging whether the selected filling material needs to be filled in the standard reinforcing module, and if not, finishing the method;
(10) filling the standard reinforcing module with selected filling materials if necessary;
(11) calculating and judging whether the standard reinforcing module meets the reinforcing and transforming requirements of the rod/tower after being filled with the selected filling material, and if so, finishing the method;
(12) if not, adding a new standard reinforcement module on the rod/tower; and (3) the new standard reinforcing module is positioned above the original standard reinforcing module at the top end and is connected with the original standard reinforcing module at the top end, and the steps (9) to (11) are carried out.
Furthermore, a new standard reinforcing module can be added, so that the new standard reinforcing module is positioned above the original standard reinforcing module, the reinforcing and modifying range of the pole/tower is further expanded, the modifying requirements of the pole/tower are met, different degrees of reinforcement can be carried out according to different scene requirements, the flexible modifying scheme is adopted, the condition of excess productivity is reduced, the hanging capacity of the pole/tower with different diameters is improved, and better economical efficiency is achieved.
In the embodiment, the bottom reinforcing module is arranged to perform primary reinforcing transformation on the rod/tower, so that the rigidity of the rod/tower structure and the strength of the part provided with the bottom reinforcing module are improved; under the condition that the bottom of the rod/tower is subjected to primary reinforcement transformation or does not meet the requirements of national standards and row standards, the bottom reinforcement module can be filled with materials to improve the supporting capacity of the bottom reinforcement module; furthermore, the standard reinforcing module is arranged to further reinforce and reform the rod/tower, the bottom reinforcing module and the standard reinforcing module are sequentially arranged at the bottom and one section above the bottom of the rod/tower, and the bottom reinforcing module and the standard reinforcing module can be connected through a connecting piece 10 to form a reinforcing structure surrounding the rod/tower, so that the rigidity of the rod/tower structure and the strength of the part where the standard reinforcing module is arranged are improved; furthermore, the standard reinforcing module can be filled with materials to improve the supporting capability of the standard reinforcing module. Like this, consolidate the module through setting up bottom reinforcement module and/or standard to and pack the material in bottom reinforcement module and/or standard reinforcement module, promoted the bearing capacity of pole/tower, and, can consolidate the size of staple bolt device in the module through the adjustment bottom, and the size of staple bolt device in the module is consolidated to the standard, make bottom reinforcement module adapt to the size of different pole/tower bottoms, make the standard consolidate the module and adapt to the size of one section above different pole/tower bottoms. Therefore, the reinforcement and transformation requirements of different rods/towers are met;
meanwhile, along with the iteration of the technology, when higher requirements are provided for the transformation of the pole/tower, a new standard reinforcing module can be added, the new standard reinforcing module is fixedly arranged above the original standard reinforcing module, so that the bottom reinforcing module, the standard reinforcing module and the new standard reinforcing module are sequentially arranged at the bottom and above the bottom of the pole/tower, the upper and lower adjacent reinforcing modules can be fixedly connected, the rigidity of the pole/tower structure is further improved, the strength of the reinforcing module part is further improved, the number of the standard reinforcing modules is increased, the reinforcing height of the pole/tower is prolonged, the reinforcing transformation requirements in different periods are met, the bearing capacity of the pole/tower is improved, the floor area is reduced, and the pole/tower is simple and attractive.
In addition, another reinforcing method suitable for the rod/tower disclosed by the embodiment of the application is as follows:
(1) calculating whether the bottom reinforcing module meets the reinforcing and transforming requirements of the rod/tower;
(2) if yes, implementing the step (4) and ending the method;
in this step, as shown in fig. 2 to fig. 6, after calculation, for example, analysis may be performed by finite element simulation analysis software, and a bottom reinforcement module is added to the bottom of the pole/tower, relevant parameters of the pole/tower, such as rigidity, strength, structural stress, and the like, can meet the design requirements of national and practical standards, the method of step (4) is implemented to reinforce the pole/tower.
The bottom reinforcing module comprises a connecting piece 1 and a partitioning plate 2, the connecting piece 1 can be made of steel and can be bent through a bending machine, so that the middle section of the connecting piece 1 has a radian matched with the outer wall of the bottom of the rod/tower, two ends of the connecting piece 1 extend in the direction away from the outer wall of the bottom of the rod/tower to form two supporting structures, and the middle section of the connecting piece 1 extends between the two supporting structures formed by the two ends of the connecting piece 1; the partitioning plates 2 can be arranged on the two support structures, and the partitioning plates 2 can be arranged to have the same radian as the middle section of the connecting piece 1 so as to improve the support capacity of the bottom reinforcing module to the bottom of the pole tower;
optionally, as shown in fig. 4, auxiliary plates 3 may be disposed at the joints between the two ends of the connecting member 1 and the partition plates 2, so that the two ends of the connecting member 1 are connected to the partition plates 2 through the two auxiliary plates 3, respectively, to improve the fixing effect between the connecting member 1 and the partition plates 2, and prevent the filling material from leaking;
thus, by a plurality of connecting pieces 1, for example, 4 connecting pieces 1 can be provided, so that the 4 connecting pieces 1 are arranged around the bottom of the pole/tower, and the radian of the middle section of the 4 connecting pieces 1 is matched with the radian of the outer wall of the bottom of the pole/tower, so that the 4 connecting pieces 1 are sequentially connected around the bottom of the pole/tower to form a hoop device for fixing the pole/tower; meanwhile, two sides of each of the plurality of partition plates 2 are respectively connected with the hoop device through the auxiliary plate 3, and adjacent partition plates 2 are also connected through the auxiliary plate 3 to form a bottom reinforcing module. The number of the block plates 2 can be the same as that of the connecting pieces 1, and the connecting pieces 1 are fixed with the block plates 2 through the supporting structures, so that the stress range of the bottom reinforcing module is expanded, and the supporting capacity of the bottom reinforcing module to the bottom of the pole tower is enhanced.
It should be noted that, the ratio of the number of the connecting members 1, the block plates 2, and the auxiliary plates 3 in the bottom reinforcing module may be 1: 1: 1, according to the bottoms of the rods/towers with different diameters, the configuration quantity ratio can be optimized and adjusted, the same technical effect can be achieved, and the details are not repeated for avoiding repetition.
(3) If not, implementing the step (4) to the step (6);
in the step, after the bottom of the pole/tower is reinforced in the step (4), under the condition that the requirement of reinforcing and transforming the pole/tower cannot be met, on the basis, the steps (5) to (6) are further implemented, and the pole/tower is further reinforced by adding a standard reinforcing module.
The standard reinforcing module is positioned above the bottom reinforcing module, the lower end of the standard reinforcing module is fixedly connected with the upper end of the bottom reinforcing module through a bolt, so that the bottom reinforcing module supports the bottom of the rod/tower, and meanwhile, the standard reinforcing module supports a section above the bottom of the rod/tower, so that the reinforcing height of the rod/tower is prolonged, the reinforcing and modifying range of the rod/tower is expanded, the modifying requirement of the rod/tower is met, the bearing capacity of the rod/tower is improved, the occupied area is reduced, and the rod/tower is simple and attractive;
as shown in fig. 8 to 11, the standard reinforcing module may include a connecting member 1 and a block plate 2, the connecting member 1 may be made of steel, and may be bent by a bending machine, so that the middle section of the connecting member 1 has a radian matched with the outer wall of a section above the bottom of the rod/tower, and both ends of the connecting member 1 extend in a direction away from the outer wall of the rod/tower to form two supporting structures, and the middle section of the connecting member 1 extends between the two supporting structures formed by extending both ends of the connecting member 1; the partitioning plates 2 can be arranged on the two supporting structures, and the partitioning plates 2 can be arranged to have the same radian as the middle section of the connecting piece 1 so as to improve the supporting capacity of the standard reinforcing module for a section above the bottom of the pole tower;
optionally, as shown in fig. 9, auxiliary plates 3 may be disposed at the joints between the two ends of the connecting member 1 and the partition plates 2, respectively, so that the two ends of the connecting member 1 are connected to the partition plates 2 through the two auxiliary plates 3, respectively, to improve the fixing effect between the connecting member 1 and the partition plates 2, and prevent the filling material from leaking;
thus, through a plurality of connecting pieces 1, for example, 4 connecting pieces 1 can be provided, so that the 4 connecting pieces 1 are arranged around the section above the bottom of the rod/tower, and the radian of the middle section of the 4 connecting pieces 1 is matched with the radian of the outer wall of the section above the bottom of the rod/tower, so that the 4 connecting pieces 1 are sequentially connected around the position of the section above the bottom of the rod/tower to form a hoop device for fixing the rod/tower; meanwhile, two sides of each of the plurality of block plates 2 are respectively connected with the hoop device through the auxiliary plate 3, and the adjacent block plates 2 are also connected through the auxiliary plate 3 to form a standard reinforcing module. The number of the block plates 2 can be the same as that of the connecting pieces 1, the connecting pieces 1 are fixed with the block plates 2 through the supporting structures, the stress range of the standard reinforcing module is expanded, and therefore the supporting capacity of the standard reinforcing module for one section above the bottom of the tower is enhanced.
Wherein, at the junction of standard reinforcement module and bottom reinforcement module, as shown in fig. 1 and fig. 10 to fig. 11, can also be provided with connecting piece 10, connecting piece 10 couples the piecing plate 2 of standard reinforcement module and the piecing plate 2 of bottom reinforcement module together through the fastener for the module is consolidated to standard and bottom reinforcement module and forms a whole, consolidates the bottom of pole/tower and the position of a section above the bottom, has promoted the stability and the validity that module and bottom reinforcement module are connected to standard reinforcement.
It should be noted that the standard reinforcement module may have the same structure as the bottom reinforcement module, and the ratio of the number of the connectors 1, the block plates 2, and the auxiliary plates 3 in the standard reinforcement module may be 1: 1: 1, according to the rods/towers with different diameters, the configuration quantity proportion can be optimized and adjusted, the same technical effect can be achieved, and the repeated description is omitted for avoiding the repetition.
Furthermore, the standard reinforcing module can be filled with selected filling materials, for example, concrete is filled in the standard reinforcing module, and the concrete can be filled in a gap between the connecting piece 1 and the block plate 2 to form a mixed structure of steel and concrete, so that the supporting capacity of the standard reinforcing module is improved, and the hanging capacity of the rod/tower is improved.
(4) Connecting the bottom reinforcement module to the pole/tower, and the bottom reinforcement module is fixed around the bottom of the pole/tower;
(5) connecting a standard reinforcing module with the rod/tower, wherein the standard reinforcing module is positioned above the bottom reinforcing module and is connected with the bottom reinforcing module, and the standard reinforcing module is also fixed and surrounds the rod/tower;
(6) calculating and judging whether the rod/tower reinforced and modified by the standard reinforcing module meets the reinforcing and modifying requirement; if yes, ending the method;
(7) if not, filling the selected filling material in the bottom reinforcing module;
in this step, can also pack the filler material of choosing in the bottom reinforcement module, for example pack the concrete in the bottom reinforcement module, the concrete can be pack in the clearance between connecting piece 1 and piecemeal board 2 to form the mixed structure of steel and concrete, thereby improved the support ability of bottom reinforcement module, promoted the carry capacity of pole/tower.
(8) Calculating and judging whether the bottom reinforcing module meets the reinforcing and transforming requirements of the rod/tower after being filled with the selected filling material; if yes, ending the method;
(10) if not, implementing the steps (11) to (12);
in this step, can also pack the filler material of choosing in standard reinforcement module, for example pack the concrete in standard reinforcement module, the concrete can be pack in the clearance between connecting piece 1 and piecemeal board 2 to form the mixed structure of steel and concrete, thereby improved the support ability of standard reinforcement module, promoted the carry ability of pole/tower.
(11) Filling the standard reinforcing module with selected filling materials;
(12) calculating and judging whether the filling material filled and selected in the standard reinforcing module meets the reinforcing and transforming requirements of the rod/tower; if yes, ending the method;
(13) if not, adding a new standard reinforcement module on the rod/tower; the new standard reinforcing module is positioned above the original standard reinforcing module at the top end and is connected with the original standard reinforcing module at the top end, and whether the rod/tower reinforced and modified by the new standard reinforcing module meets the reinforcing and modifying requirement is calculated and judged; if yes, ending the method; if not, the steps (11) to (12) are carried out.
Furthermore, a new standard reinforcing module can be added, so that the new standard reinforcing module is positioned above the original standard reinforcing module, the reinforcing and modifying range of the pole/tower is further expanded, the modifying requirements of the pole/tower are met, different degrees of reinforcement can be carried out according to different scene requirements, the flexible modifying scheme is adopted, the condition of excess productivity is reduced, the hanging capacity of the pole/tower with different diameters is improved, and better economical efficiency is achieved.
In the embodiment, the bottom reinforcing module is arranged to perform primary reinforcing transformation on the rod/tower, so that the rigidity of the rod/tower structure and the strength of the part provided with the bottom reinforcing module are improved; under the condition that the bottom of the pole/tower is subjected to primary reinforcement transformation or does not meet the national and standard requirements, the pole/tower is further reinforced and transformed by arranging the standard reinforcement module, the bottom reinforcement module and the standard reinforcement module are sequentially arranged at the bottom of the pole/tower and one section above the bottom of the pole/tower, the bottom reinforcement module and the standard reinforcement module can be connected through a connecting piece 10 to form a reinforcement structure surrounding the pole/tower, and the rigidity of the pole/tower structure and the strength of a part where the standard reinforcement module is arranged are further improved; still further, the supporting capability of the bottom reinforcing module can be improved by filling materials in the bottom reinforcing module; furthermore, the standard reinforcing module can be filled with materials to improve the supporting capability of the standard reinforcing module. Like this, consolidate the module through setting up bottom reinforcement module and/or standard to and pack the material in bottom reinforcement module and/or standard reinforcement module, promoted the bearing capacity of pole/tower, and, can consolidate the size of staple bolt device in the module through the adjustment bottom, and the size of staple bolt device in the module is consolidated to the standard, make bottom reinforcement module adapt to the size of different pole/tower bottoms, make the standard consolidate the module and adapt to the size of one section above different pole/tower bottoms. Therefore, the reinforcement and transformation requirements of different rods/towers are met;
meanwhile, along with the iteration of the technology, when higher requirements are provided for the transformation of the pole/tower, a new standard reinforcing module can be added, the new standard reinforcing module is fixedly arranged above the original standard reinforcing module, so that the bottom reinforcing module, the standard reinforcing module and the new standard reinforcing module are sequentially arranged at the bottom and above the bottom of the pole/tower, the upper and lower adjacent reinforcing modules can be fixedly connected, the rigidity of the pole/tower structure is further improved, the strength of the reinforcing module part is further improved, the number of the standard reinforcing modules is increased, the reinforcing height of the pole/tower is prolonged, the reinforcing transformation requirements in different periods are met, the bearing capacity of the pole/tower is improved, the floor area is reduced, and the pole/tower is simple and attractive.
According to the above description, the method and the reinforcing structure for the pole/tower disclosed in the embodiments of the present application can significantly reinforce the pole/tower, improve the bearing capacity of the pole/tower, reduce the floor area, and are simple and beautiful.
While the present invention has been described with reference to the embodiments shown in the drawings, the present invention is not limited to the embodiments, which are illustrative and not restrictive, and it will be apparent to those skilled in the art that various changes and modifications can be made therein without departing from the spirit and scope of the invention as defined in the appended claims.
Claims (12)
1. A method of reinforcing a pole/tower, comprising the steps of:
(1) calculating whether the bottom reinforcing module meets the reinforcing and transforming requirements of the rod/tower;
(2) if yes, implementing the step (6) and ending the method;
(3) if the requirement is not met, selecting a filling material, and calculating and judging whether the reinforcing and transforming requirements of the rod/tower are met or not after the bottom reinforcing module is filled with the selected filling material;
(4) if yes, implementing the steps (6) to (7), and ending the method;
(5) if not, implementing the steps (6) to (9);
(6) connecting the bottom reinforcement module to the pole/tower, and the bottom reinforcement module is fixed around the bottom of the pole/tower;
(7) filling the selected filling material in the bottom reinforcing module;
(8) connecting a standard reinforcing module with the rod/tower, wherein the standard reinforcing module is positioned above the bottom reinforcing module and is connected with the bottom reinforcing module, and the standard reinforcing module is also fixed and surrounds the rod/tower;
(9) calculating and judging whether the selected filling material needs to be filled in the standard reinforcing module, and if not, finishing the method;
(10) filling the standard reinforcing module with selected filling materials if necessary;
(11) calculating and judging whether the standard reinforcing module meets the reinforcing and transforming requirements of the rod/tower after being filled with the selected filling material, and if so, finishing the method;
(12) if not, adding a new standard reinforcement module on the rod/tower; and (3) the new standard reinforcing module is positioned above the original standard reinforcing module at the top end and is connected with the original standard reinforcing module at the top end, and the steps (9) to (11) are carried out.
2. The reinforcement method according to claim 1, wherein in the reinforcement structure built by the reinforcement method, a bottom reinforcement module is connected to the rod/tower, and the bottom reinforcement module surrounds the bottom of the rod/tower; the standard reinforcing module is positioned above the bottom reinforcing module and connected with the bottom reinforcing module, the standard reinforcing module is also connected with the rod/tower, and the standard reinforcing module also surrounds the rod/tower; wherein, strengthen module quantity through increasing the standard to the reinforcement height of extension rod/tower satisfies the reinforcement transformation demand in different periods.
3. The reinforcement method according to claim 2, wherein the bottom end of the bottom reinforcement module is fixed around the bottom of the pole/tower by means of the connectors 4, the fixing members 5, the stiffening ribs 6, the flange 7 and the auxiliary plate 8; wherein, the connecting piece 4, the fixing piece 5, the stiffening rib 6, the flange 7 and the auxiliary plate 8 form a fixed base surrounding the bottom of the pole/tower; the bottom end of the bottom reinforcement module is fixed around the bottom of the pole/tower along the fixed base; wherein the fixing member 5 includes, but is not limited to, an anchor bolt.
4. The reinforcement method according to any one of claims 1 to 3, wherein the bottom reinforcement module and the standard reinforcement module each comprise a connector 1 and a block plate 2; wherein, a plurality of connecting pieces 1 form a hoop device fixed on the connecting rod/tower; two sides of each partition plate 2 are connected with the hoop device.
5. The reinforcement method according to claim 4, wherein the bottom reinforcement module and the standard reinforcement module each further comprise an auxiliary plate 3; two sides of each partition plate 2 are respectively connected with the hoop device through the auxiliary plate 3; the adjacent partitioning plates 2 are connected to each other by an auxiliary plate 3.
6. A method of reinforcement according to any of claims 1-3, characterized in that the bottom reinforcement module is connected to the standard reinforcement module by means of a connector 10 to form a reinforcement structure around the pole/tower.
7. A method of reinforcing a pole/tower, comprising the steps of:
(1) calculating whether the bottom reinforcing module meets the reinforcing and transforming requirements of the rod/tower;
(2) if yes, implementing the step (4) and ending the method;
(3) if not, implementing the step (4) to the step (6);
(4) connecting the bottom reinforcement module to the pole/tower, and the bottom reinforcement module is fixed around the bottom of the pole/tower;
(5) connecting a standard reinforcing module with the rod/tower, wherein the standard reinforcing module is positioned above the bottom reinforcing module and is connected with the bottom reinforcing module, and the standard reinforcing module is also fixed and surrounds the rod/tower;
(6) calculating and judging whether the rod/tower reinforced and modified by the standard reinforcing module meets the reinforcing and modifying requirement; if yes, ending the method;
(7) if not, filling the selected filling material in the bottom reinforcing module;
(8) calculating and judging whether the bottom reinforcing module meets the reinforcing and transforming requirements of the rod/tower after being filled with the selected filling material; if yes, ending the method;
(10) if not, implementing the steps (11) to (12);
(11) filling the standard reinforcing module with selected filling materials;
(12) calculating and judging whether the filling material filled and selected in the standard reinforcing module meets the reinforcing and transforming requirements of the rod/tower; if yes, ending the method;
(13) if not, adding a new standard reinforcement module on the rod/tower; the new standard reinforcing module is positioned above the original standard reinforcing module at the top end and is connected with the original standard reinforcing module at the top end, and whether the rod/tower reinforced and modified by the new standard reinforcing module meets the reinforcing and modifying requirement is calculated and judged; if yes, ending the method; if not, the steps (11) to (12) are carried out.
8. The reinforcement method according to claim 7, wherein in the reinforcement structure built by the reinforcement method, a bottom reinforcement module is connected to the rod/tower, and the bottom reinforcement module surrounds the bottom of the rod/tower; the standard reinforcing module is positioned above the bottom reinforcing module and connected with the bottom reinforcing module, the standard reinforcing module is also connected with the rod/tower, and the standard reinforcing module also surrounds the rod/tower; wherein, strengthen module quantity through increasing the standard to the reinforcement height of extension rod/tower satisfies the reinforcement transformation demand in different periods.
9. The reinforcement method according to claim 8, wherein the bottom end of the bottom reinforcement module is fixed around the bottom of the pole/tower by means of the connectors 4, the fixing members 5, the stiffening ribs 6, the flange 7 and the auxiliary plate 8; wherein, the connecting piece 4, the fixing piece 5, the stiffening rib 6, the flange 7 and the auxiliary plate 8 form a fixed base surrounding the bottom of the pole/tower; the bottom end of the bottom reinforcement module is fixed around the bottom of the pole/tower along the fixed base; wherein the fixing member 5 includes, but is not limited to, an anchor bolt.
10. The reinforcement method according to any one of claims 7 to 9, wherein the bottom reinforcement module and the standard reinforcement module each comprise a connector 1 and a block plate 2; wherein, a plurality of connecting pieces 1 form a hoop device fixed on the connecting rod/tower; two sides of each partition plate 2 are connected with the hoop device.
11. The reinforcement method according to claim 10, wherein the bottom reinforcement module and the standard reinforcement module each further comprise an auxiliary plate 3; two sides of each partition plate 2 are respectively connected with the hoop device through the auxiliary plate 3; the adjacent partitioning plates 2 are connected to each other by an auxiliary plate 3.
12. A method of reinforcement according to any of claims 7-9, characterized in that the bottom reinforcement module is connected to the standard reinforcement module by means of a connector 10 to form a reinforcement structure around the pole/tower.
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| CN202111331255.2A CN113898205B (en) | 2021-11-11 | 2021-11-11 | Reinforcing method suitable for pole/tower |
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| CN107700924A (en) * | 2017-11-21 | 2018-02-16 | 范永涛 | A kind of pole protection pier modular approach |
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| CN212177329U (en) * | 2020-03-05 | 2020-12-18 | 天津科慧新能源科技发展有限公司 | Wind power tower body/tower section reinforcing structure |
| CN212927289U (en) * | 2020-08-03 | 2021-04-09 | 中国铁塔股份有限公司内蒙古自治区分公司 | Tower body reinforcing device |
| CN113550617A (en) * | 2020-04-26 | 2021-10-26 | 山西同新复材技术有限公司 | Reinforcing structure, reinforcing rod and reinforcing method thereof |
| CN113550616A (en) * | 2020-04-26 | 2021-10-26 | 山西同新复材技术有限公司 | Reinforcing rod based on hoop connection and reinforcing method thereof |
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2021
- 2021-11-11 CN CN202111331255.2A patent/CN113898205B/en active Active
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107700924A (en) * | 2017-11-21 | 2018-02-16 | 范永涛 | A kind of pole protection pier modular approach |
| CN209523522U (en) * | 2019-01-22 | 2019-10-22 | 吉林吉大通信设计院股份有限公司长春分院 | A kind of tower body bracing means and tubular structure tower |
| CN212177329U (en) * | 2020-03-05 | 2020-12-18 | 天津科慧新能源科技发展有限公司 | Wind power tower body/tower section reinforcing structure |
| CN113550617A (en) * | 2020-04-26 | 2021-10-26 | 山西同新复材技术有限公司 | Reinforcing structure, reinforcing rod and reinforcing method thereof |
| CN113550616A (en) * | 2020-04-26 | 2021-10-26 | 山西同新复材技术有限公司 | Reinforcing rod based on hoop connection and reinforcing method thereof |
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